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Sample Record for 2020-07-09-12

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214511 DEA: 010E0004 EFIS: 0113000091 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-84.4/84.8
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathaniel Steen Structure Rep.: Jarred Burrows

Sample Information

DIME Sample ID: 2020-07-09-12
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: (209) 249-4700
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2020
The quantity of what the sample constitutes: 2 6x12 Cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification: 7-9-20-B1B
Structure unique identifier:
Structure name: Jacoby Creek
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: 85LV20F5S
The truck number from where the sample was collected: 2nd
The batch plant ticket number from where the sample was collected: 1914
Concrete batch plant: BP1
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Bed 1B, 2nd Truck
Where the material sample would have been placed if not sampled: Casting Bed
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2020-07-09-12-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Verified Date: 07/10/2020
Date Tested: 07/10/2020
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email:
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C1231
Compressive strength (to nearest 10 psi) 5090 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 144600 lb
Maximum load on cylinder 2 143000 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 1 days